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首页> 外文期刊>Journal of Hydrology >Improvement of three common methods for determining hydraulic conductivity curve of unsaturated soil upon wetting
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Improvement of three common methods for determining hydraulic conductivity curve of unsaturated soil upon wetting

机译:改进三种常见方法测定不饱和土润湿时的液压导电曲线

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摘要

Boltzmann transform method, wetting front advancing method and instantaneous profile method are widely used in measuring hydraulic conductivity of unsaturated soils. However, all the three methods are based on relatively strong assumptions. In this study, a new Boltzmann variable was proposed based on the experimental observation that the wetting front advancing distance is not always proportional to the square of time. The improved Boltzmann transform method incorporating the new Boltzmann variable can significantly improve the accuracy of hydraulic conductivity determination. For the wetting front advancing method, a new formula for calculating the hydraulic gradient using central difference was proposed to reduce the fluctuation of determined hydraulic conductivity curve while using data recorded with small time intervals. A series of numerical tests including the horizontal absorption test, vertical ponding test and vertical capillary rise test were performed to verify the accuracy of hydraulic gradient and water flow rate calculated by wetting front advancing method. Results show that the calculated hydraulic gradients in low suction range are far from the real values except for the vertical ponding test and only the vertical ponding test can give reasonable hydraulic conductivity in both low and high suction ranges. For the instantaneous profile method applied in infiltration test with one end of soil column maintained at saturation, using the connected linear line with consideration of the location of wetting front to represent profiles of water content and suction can improve the accuracy significantly.
机译:玻尔兹曼变换法、湿润锋推进法和瞬时剖面法被广泛应用于非饱和土导水率的测量。然而,这三种方法都是基于相对较强的假设。在这项研究中,一个新的玻尔兹曼变量提出了基于实验观察到的湿润锋推进距离并不总是与时间平方成正比。引入新的玻尔兹曼变量的改进玻尔兹曼变换法可以显著提高导水率测定的准确性。对于湿润锋推进法,提出了一种利用中心差计算水力梯度的新公式,以减少测定的导水率曲线在使用小时间间隔记录的数据时的波动。通过水平吸收试验、垂直积水试验和垂直毛细上升试验等一系列数值试验,验证了湿润锋推进法计算的水力梯度和水流量的准确性。结果表明,除垂直集水试验外,低吸力范围内计算的水力梯度与实际值相差甚远,只有垂直集水试验才能在低吸力范围和高吸力范围内给出合理的导水率。对于在土柱一端保持饱和的情况下进行渗透试验的瞬时剖面法,使用考虑湿润锋位置的连接线性线来表示含水量和吸力的剖面,可以显著提高精度。

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